Attachment 3 Revised Drawings.pdf
PDF 2 MB Posted
- Attached to
- REPAIR AC PAVING
- Solicitation number
- W50S74-26-Q-A020
- Issued by
-
Department of the Army National Guard
About this file
This is a set of architectural drawing plans for an asphalt concrete (AC) paving repair project at March Air Reserve Base in California. The project, identified as PDPG262483 with a date of 2 October 2026, encompasses repair work across four designated areas of the base.
The project scope includes slurry seal treatments (Type II and Type III), AC overlays, and full pavement replacement in multiple locations. Area 1 covers buildings 2273, 2278, 2276, and 2283, with work including 6,790 square yards of slurry Type III, 5,630 square yards of slurry Type III, and 3,085 square yards of replacement paving. Area 2 addresses parking and access areas around buildings 2270, 2271, 2272, 2273, 2274, and 2276, utilizing slurry Type II treatments totaling approximately 11,640 square yards across multiple parking stalls with van-accessible designations. Area 3 involves buildings 2339 and 2315 with slurry Type II (4,980 square yards) and slurry Type III (1,440 square yards) work, including van-accessible stall modifications. Area 4 addresses the 163d Regional Training Site facility with slurry Type II and III treatments plus replacement paving totaling 4,200 square yards, including sign pole demolition and removal, PCC paved access provision with dowels, and slurry filling of gate vee grooves. The plans specify subgrade compaction requirements, material specifications, demolition of existing improvements including trees, and drainage considerations with slope requirements and mulch applications in planter areas.
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Text version
MARCH AIR RESERVE BASE CA
2272 2267
GATE
INSPECTION
VISITOR
AREA 4
AREA 3 AREA 1
AREA 2
REPAIR AC PAVING
PDPG262483 2 OCT 2026
1200 2040
2870 1980
S II
S III
S III
S III
S II
O
O O
LEGEND
S II SLURRY TYPE II
S III SLURRY TYPE III
O OVERLAY
R REPLACEMENT
O
R
S III
AREA 1
REPAIR AC PAVING
SEE DWG
AREA 2
VA
VA
S II
S II
S II
S II
S II
LEGEND
S II SLURRY TYPE II
VA VAN ACCESSIBLE STALL
VA
VA
S III
S II
S II
LEGEND
S II SLURRY TYPE II
S III SLURRY TYPE III
VA VAN ACCESSIBLE STALL
AREA 3
VA
LEGEND
S II SLURRY TYPE II
S III SLURRY TYPE III
VA VAN ACCESSIBLE STALL
S III
S II
S II
S II
S II
AREA 4
REPAIR AC PAVING
PDPG262483 2 OCT 2026
KEYNOTES
1. DEMO SIGN POLE & FOOTING AND SALVAGE SIGN (TYP OF 2)
2. PROVIDE PCC PAVED ACCESS W/ (3) #5 DOWELS TO (E) WALK. 5'x18'x4"D W/ 6x6x10 WWM
3. CLEAN & SLURRY FILL PCC RECESSED GATE VEE GROOVE ACROSS DRIVE (TYP OF 3)
16B
16A16
18A
1L
29 28
26A25
1K
1H21C
21B
21A 1J
27C
19A
14 15
1B
3B
3A
4C
4B
4A
1D
2 2A
1E
1F 12 13
27B
27A
2C 14A
2D 2B
1C
1G
19B
26D29A 28A
27E
1A
16C
CALIFORNIA AIR NATIONAL GUARD
163 CIVIL ENGINEERING SQUADRON
MARCH AIR RESERVE BASE
N
FLOOR PLAN
OF 1117 JAN 2025
BUILDING 2272
20'10' 30'
PCC AT DOORS
18 17
1B
1C
82A
1A
22 21
20 19
2B
ABOVE
ABOVE
CALIFORNIA AIR NATIONAL GUARD
163 CIVIL ENGINEERING SQUADRON
MARCH AIR RESERVE BASE
N
FLOOR PLAN
OF 1121 JAN 2026
BUILDING 2273
20'10' 30'
CALIFORNIA AIR NATIONAL GUARD
163 CIVIL ENGINEERING SQUADRON
MARCH AIR RESERVE BASE
N
FLOOR PLAN
8 JAN 2025
BUILDING 2275
20'10' 30'
OF 11
MARCH AIR RESERVE BASE
N
FLOOR PLAN
OF 118 JAN 2025
BUILDING 2276
20'10' 30'
MARCH AIR RESERVE BASE
N FLOOR PLAN
OF 118 JAN 2025
BUILDING 2315
20'10' 30'
CATTON WAY
AI
R
G U
AR
D
W
AY
(E) FENCE
DIRT
AC PAVING
(E) SIDEWALK
(E) PCC PAD
+6"
(E) PLANTER
+6"
3 3 3 3
55 5
(E) PLANTER
WORK LIMIT
WORK LIMIT
CATTON WAY
AI
R
G U
AR
D
W
AY
(E) FENCE
DIRT
AC PAVING
(E) SIDEWALK
(E) PCC PAD
(E) PLANTER
24'
1' TYP
164'
8'
24'9' TYP 1' TYP 9'
0'
9'
220'
EQEQ
1 3
(E) PLANTER
9'
WORK LIMIT
WORK LIMIT
KEYNOTES
1. 4" AC PAVING O/ 6" CMB (2,970 SY)
2. FLUSH AC PAVING W/ PCC PAD SLOPE 2% TO PLANTERS
3. 12"X12" PCC FLUSH CURB TYP W/ (4) #5 REBAR CONT (615 LF)
4. 6" PCC 2500 PSI W/ #5 @ 24" OC EW (380 SF)
5. SINGLE POUR FLOW LINE
6. PCC CURB & GUTTER TO MATCH EXISTING (13 LF)
7. AC PAVING INFILL
8. 4"W DUAL WHITE STRIPING TYP
9. STOP SIGN & POLE AND STOP PAVEMENT MARKING
10. 2"D AMENDMENT AT TREE TO DRIPLINE. AGUINAGA GPS2 (TYP OF 24 450 SY 25 CY)
11. 4"D MULCH AT PLANTERS. AGUINAGA 0-2 FOREST FLOOR (1440 SY 160 CY)
NOTES
1. INCLUDE SOW PCC INFO ON PLANS
2. #5 DOWELS @ 24" OC 9" IMBED AT EXISTING PCC
3. SUBGRADE COMPACTED TO 95% REL AT AC & PCC
4. GRADE -6" FS AT PCC PAVING AT PLANTERS TO RECEIVE MULCH
5. CUT AND FILL TO ACHIEVE STRAIGHT GRADE. MAX SLOPE 3:1
6. DEMO ROOTS UNDER PAVING TO SUBGRADE
7. GRIND ROOTS TO SUBGRADE
8. HAND DIG AROUND ROOTS
9. PRODUCTS LISTED ARE 'OR EQUAL'
10. PROVIDE LADING TICKETS
11. QUANTITIES SHOWN ARE APPROXIMATE
20'
163 CIVIL ENGINEERING SQUADRON
CALIFORNIA AIR NATIONAL GUARD
714 609 1076 ANTHONY.ALVES.1@US.AF.MIL
1REPLACEMENT PLANS
REPAIR AC PAVING 2283
MARCH AIR RESERVE BASE CA 92518
PDPG262483 2 OCT 2026
40'
KEYNOTES
1. DEMO 15'H PALM TREE (TYP OF 2)
2. DEMO 40'H EUCALYPTUS TREE (TYP OF 2
3. DEMO (1) 15'H TREE
4. PRUNE (4) 35' TREES. REMOVE LATERAL & HANGING LIMBS AT TRUNK UP TO 20'H
5. REMOVE ALL FRONDS, BRANCHES AND LIMBS OVER 6"L FROM ENTIRE PLANTER
6. REMOVE DIRT TO - 6" FS ALONG (E) PCC & NEW PCC AND STRAIGHT GRADE 3:1 MAX TO EXISTING
7. DEMO IRRIGATION BOX & CAP MAIN IF DISCOVERED
8. DEMO PCC CURB & GUTTER
9. DEMO PCC WHEELSTOP (TYP OF 40)
10. DEMO AC PAVING (4"D 2,750 YDS)
11. DEMO NATIVE PLANTER
12. DEMO STOP SIGN, POLE & FOOTING
13. GRIND 12"D TREE STUMP TO FINISH GRADE
NOTES
1. GRIND DEMO TREE TRUNKS TO FINISH GRADE
2. DEMO ROOTS -6" FS 12" MIN FROM (E) PCC
3. HAND DIG AROUND ROOTS
4. DISPOSE ORGANIC MATERIAL IN GOV GREEN WASTE BIN. 3'L MAX FOR >6" DIA
5. DISPOSE ALL OTHER MATERIAL OFFSITE
DEMOLITION SITE PLAN
CONSTRUCTION SITE PLAN
| 08.1 DWG - Repair AC Paving PDPG262483 |
| PCC at Doors - Floor Plans |
| Replacement SIte Plans - Repair AC Paving |
File details come from the government source that posted it. Updated .